Project 1

The Staad model has been created according to the sizes given.

• The model with given sizes in the problem has been created.
• Different Properties of the frame structure has been defined and assigned.
  • top slab
  • 
  • Bottom and side wall
  • 
  • Haunch Portion
  • 
    

    • SUPPORT IN STAAD

      KFY = C/C OF NODES * SPRING CONSTANT

      SPRING CONSTANT KN/m3	C/C NODE m	KFY kn/m
      1600	=0.45+0.45/2	1080
      1600	=1.983/2+1.983/2	3172.8
      1600	=0.991	1586.64
      1600	=0.3	480
      1600	=1.983/2+1.883/2	3092.80

      
    • 
    • 
    • 
    • 
  • Load & Defination
    • For Normal load case
      • overburden load (Cushion)
    • 
    • 
      
      • Active Earth Pressure
    • 
      
      • Live load surcharge Both side
    • 
      • Breaking Load Left Side
    • 
      
      • Breaking Load Right Side
    • 
      
      • Temprature Load ( Uniform Rise)
    • 
      
      • Temprature Load ( Uniform Fall)
    • 
      

1	SELF WEIGHT (INCLUDING FILL)				6	LLS (BOTH)
2	SIDL				7	BRAKING (RIGHT)
3	EARTH PRESSURE				8	BRAKING (LEFT)
4	LLS (LEFT)				9	TEMPRATURE (UNIFORM RISE)
5	LLS (RIGHT)

Load Combinations

Combinations in Staad (ULS)

LOAD COMB 13 COMBINATION LOAD CASE 13
1 1.35 2 1.75 3 1.5
LOAD COMB 14 COMBINATION LOAD CASE 14
1 1.35 2 1.75 3 1.5 4 1.2
LOAD COMB 15 COMBINATION LOAD CASE 15
1 1.35 2 1.75 3 1.5 5 1.2
LOAD COMB 16 COMBINATION LOAD CASE 16
1 1.35 2 1.75 3 1.5 5 1.2 7 1.5
LOAD COMB 17 COMBINATION LOAD CASE 17
1 1.35 2 1.75 3 1.5 6 1.2
LOAD COMB 18 COMBINATION LOAD CASE 18
1 1.35 2 1.75 3 1.5 6 1.2 8 1.5
LOAD COMB 19 COMBINATION LOAD CASE 19
1 1.35 2 1.75 3 1.5 4 1.2 9 0.0
LOAD COMB 20 COMBINATION LOAD CASE 20
1 1.35 2 1.75 3 1.5 4 1.2 10 0.0
LOAD COMB 21 COMBINATION LOAD CASE 21
1 1.35 2 1.75 3 1.5 4 1.2 11 0.0
LOAD COMB 22 COMBINATION LOAD CASE 22
1 1.35 2 1.75 3 1.5 4 1.2 12 0.0
LOAD COMB 23 COMBINATION LOAD CASE 23
1 1.35 2 1.75 3 1.5 4 1.2 9 0.0 11 0.0
LOAD COMB 24 COMBINATION LOAD CASE 24
1 1.35 2 1.75 3 1.5 4 1.2 10 0.0 12 0.0
LOAD COMB 25 COMBINATION LOAD CASE 25
1 1.35 2 1.75 3 1.5 5 1.2 7 1.5 9 0.0
LOAD COMB 26 COMBINATION LOAD CASE 26
1 1.35 2 1.75 3 1.5 5 1.2 7 1.5 10 0.0
LOAD COMB 27 COMBINATION LOAD CASE 27
1 1.35 2 1.75 3 1.5 5 1.2 7 1.5 11 0.0
LOAD COMB 28 COMBINATION LOAD CASE 28
1 1.35 2 1.75 3 1.5 5 1.2 7 1.5 12 0.0
LOAD COMB 29 COMBINATION LOAD CASE 29
1 1.35 2 1.75 3 1.5 5 1.2 7 1.5 9 0.0 11 0.0
LOAD COMB 30 COMBINATION LOAD CASE 30
1 1.35 2 1.75 3 1.5 5 1.2 6 1.5 10 0.0 11 0.0
LOAD COMB 31 COMBINATION LOAD CASE 31
1 1.35 2 1.75 3 1.5 6 1.2 8 1.5 9 0.0
LOAD COMB 32 COMBINATION LOAD CASE 32
1 1.35 2 1.75 3 1.5 6 1.2 8 1.5 10 0.0
LOAD COMB 33 COMBINATION LOAD CASE 33
1 1.35 2 1.75 3 1.5 6 1.2 8 1.5 11 0.0
LOAD COMB 34 COMBINATION LOAD CASE 34
1 1.35 2 1.75 3 1.5 6 1.2 8 1.5 12 0.0
LOAD COMB 35 COMBINATION LOAD CASE 35
1 1.35 2 1.75 3 1.5 6 1.2 8 1.5 9 0.0 11 0.0
LOAD COMB 36 COMBINATION LOAD CASE 36
1 1.35 2 1.75 3 1.5 6 1.2 8 1.5 10 0.0 12 0.0
LOAD COMB 37 COMBINATION LOAD CASE 37
1 1.35 2 1.75 3 1.5 9 0.0
LOAD COMB 38 COMBINATION LOAD CASE 38
1 1.35 2 1.75 3 1.5 10 0.0
LOAD COMB 39 COMBINATION LOAD CASE 39
1 1.35 2 1.75 3 1.5 11 0.0
LOAD COMB 40 COMBINATION LOAD CASE 40
1 1.35 2 1.75 3 1.5 12 0.0
LOAD COMB 41 COMBINATION LOAD CASE 41
1 1.35 2 1.75 3 1.5 9 0.0 11 0.0
LOAD COMB 42 COMBINATION LOAD CASE 42
1 1.35 2 1.75 3 1.5 10 0.0 12 0.0

Combinations in Staad (SLS)

******** Normal Case *********
LOAD COMB 43 COMBINATION LOAD CASE 43
1 1.0 2 1.0 3 1.0
LOAD COMB 44 COMBINATION LOAD CASE 44
1 1.0 2 1.0 3 1.0 4 0.8
LOAD COMB 45 COMBINATION LOAD CASE 45
1 1.0 2 1.0 3 1.0 5 0.8
LOAD COMB 46 COMBINATION LOAD CASE 46
1 1.0 2 1.0 3 1.0 5 0.8 7 1.0
LOAD COMB 47 COMBINATION LOAD CASE 47
1 1.0 2 1.0 3 1.0 6 0.8
LOAD COMB 48 COMBINATION LOAD CASE 48
1 1.0 2 1.0 3 1.0 6 0.8 8 1.0

*** Normal Case + Temperature load (accompanying)*********
LOAD COMB 49 COMBINATION LOAD CASE 49
1 1.0 2 1.0 4 0.8 3 1.0 9 0.6
LOAD COMB 50 COMBINATION LOAD CASE 50
1 1.0 2 1.0 3 1.0 4 0.8 10 0.6
LOAD COMB 51 COMBINATION LOAD CASE 51
1 1.0 2 1.0 3 1.0 4 0.8 11 0.6
LOAD COMB 52 COMBINATION LOAD CASE 52
1 1.0 2 1.0 3 1.0 4 0.8 12 0.6
LOAD COMB 53 COMBINATION LOAD CASE 53
1 1.0 2 1.0 3 1.0 4 0.8 9 0.6 11 0.6
LOAD COMB 54 COMBINATION LOAD CASE 54
1 1.0 2 1.0 3 1.0 4 0.8 10 0.6 12 0.6
LOAD COMB 55 COMBINATION LOAD CASE 55
1 1.0 2 1.0 3 1.0 5 0.8 7 1.0 9 0.6
LOAD COMB 56 COMBINATION LOAD CASE 56
1 1.0 2 1.0 3 1.0 5 0.8 7 1.0 10 0.6
LOAD COMB 57 COMBINATION LOAD CASE 57
1 1.0 2 1.0 3 1.0 5 0.8 7 1.0 11 0.6
LOAD COMB 58 COMBINATION LOAD CASE 58
1 1.0 2 1.0 3 1.0 5 0.8 7 1.0 12 0.6
LOAD COMB 59 COMBINATION LOAD CASE 59
1 1.0 2 1.0 3 1.0 5 0.8 7 1.0 9 0.6 11 0.6
LOAD COMB 60 COMBINATION LOAD CASE 60
1 1.0 2 1.0 3 1.0 5 0.8 7 1.0 10 0.6 12 0.6
LOAD COMB 61 COMBINATION LOAD CASE 61
1 1.0 2 1.0 3 1.0 6 0.8 8 1.0 9 0.6
LOAD COMB 62 COMBINATION LOAD CASE 62
1 1.0 2 1.0 3 1.0 6 0.8 8 1.0 10 0.6
LOAD COMB 63 COMBINATION LOAD CASE 63
1 1.0 2 1.0 3 1.0 6 0.8 8 1.0 11 0.6
LOAD COMB 64 COMBINATION LOAD CASE 64
1 1.0 2 1.0 3 1.0 6 0.8 8 1.0 12 0.6
LOAD COMB 65 COMBINATION LOAD CASE 65
1 1.0 2 1.0 3 1.0 6 0.8 8 1.0 9 0.6 11 0.6
LOAD COMB 66 COMBINATION LOAD CASE 66
1 1.0 2 1.0 3 1.0 6 0.8 8 1.0 10 0.6 12 0.6
LOAD COMB 67 COMBINATION LOAD CASE 67
1 1.0 2 1.0 3 1.0 9 0.6
LOAD COMB 68 COMBINATION LOAD CASE 68
1 1.0 2 1.0 3 1.0 10 0.6
LOAD COMB 69 COMBINATION LOAD CASE 69
1 1.0 2 1.0 3 1.0 11 0.6
LOAD COMB 70 COMBINATION LOAD CASE 70
1 1.0 2 1.0 3 1.0 12 0.6
LOAD COMB 71 COMBINATION LOAD CASE 71
1 1.0 2 1.0 3 1.0 9 0.6 11 0.6
LOAD COMB 72 COMBINATION LOAD CASE 72
1 1.0 2 1.0 3 1.0 10 0.6 12 0.6

*** Normal Case + Temperature load (leading)*********
LOAD COMB 73 COMBINATION LOAD CASE 73
1 1.0 2 1.0 3 1.0 4 0.8 9 1.0
LOAD COMB 74 COMBINATION LOAD CASE 74
1 1.0 2 1.0 3 1.0 4 0.8 10 1.0
LOAD COMB 75 COMBINATION LOAD CASE 75
1 1.0 2 1.0 3 1.0 4 0.8 11 1.0
LOAD COMB 76 COMBINATION LOAD CASE 76
1 1.0 2 1.0 3 1.0 4 0.8 12 1.0
LOAD COMB 77 COMBINATION LOAD CASE 77
1 1.0 2 1.0 3 1.0 4 0.8 10 1.0 12 1.0
LOAD COMB 78 COMBINATION LOAD CASE 78
1 1.0 2 1.0 3 1.0 5 0.8 7 0.75 9 1.0
LOAD COMB 79 COMBINATION LOAD CASE 79
1 1.0 2 1.0 3 1.0 5 0.8 7 0.75 10 1.0
LOAD COMB 80 COMBINATION LOAD CASE 80
1 1.0 2 1.0 3 1.0 5 0.8 7 0.75 11 1.0
LOAD COMB 81 COMBINATION LOAD CASE 81
1 1.0 2 1.0 3 1.0 7 0.75 12 1.0 5 0.8
LOAD COMB 82 COMBINATION LOAD CASE 82
1 1.0 2 1.0 3 1.0 5 0.8 7 0.75 9 1.0 11 1.0
LOAD COMB 83 COMBINATION LOAD CASE 83
1 1.0 2 1.0 3 1.0 5 0.8 7 0.75 10 1.0 12 1.0
LOAD COMB 84 COMBINATION LOAD CASE 84
1 1.0 2 1.0 3 1.0 6 0.8 9 0.75 10 1.0
LOAD COMB 85 COMBINATION LOAD CASE 85
1 1.0 2 1.0 3 1.0 6 0.8 8 0.75 10 1.0
LOAD COMB 86 COMBINATION LOAD CASE 86
1 1.0 2 1.0 3 1.0 6 0.8 8 0.75 11 1.0
LOAD COMB 87 COMBINATION LOAD CASE 87
1 1.0 2 1.0 3 1.0 6 0.8 8 0.75 12 1.0
LOAD COMB 88 COMBINATION LOAD CASE 88
1 1.0 2 1.0 3 1.0 6 0.8 8 0.75 9 1.0 11 1.0
LOAD COMB 89 COMBINATION LOAD CASE 89
1 1.0 2 1.0 3 1.0 6 0.8 8 0.75 10 1.0 12 1.0
LOAD COMB 90 COMBINATION LOAD CASE 90
1 1.0 2 1.0 3 1.0 9 1.0
LOAD COMB 91 COMBINATION LOAD CASE 91
1 1.0 2 1.0 3 1.0 10 1.0
LOAD COMB 92 COMBINATION LOAD CASE 92
1 1.0 2 1.0 3 1.0 11 1.0
LOAD COMB 93 COMBINATION LOAD CASE 93
1 1.0 2 1.0 3 1.0 12 1.0
LOAD COMB 94 COMBINATION LOAD CASE 94
1 1.0 2 1.0 3 1.0 9 1.0 11 1.0
LOAD COMB 95 COMBINATION LOAD CASE 95
1 1.0 2 1.0 3 1.0 10 1.0 12 1.0

Combinations in Staad (SLS-Quasi-permanent)

******** Normal Case *********

LOAD COMB 96 COMBINATION LOAD CASE 96
1 1.0 2 1.0 3 1.0
LOAD COMB 97 COMBINATION LOAD CASE 97
1 1.0 2 1.0 3 1.0 4 0.0
LOAD COMB 98 COMBINATION LOAD CASE 98
1 1.0 2 1.0 3 1.0 5 0.0
LOAD COMB 99 COMBINATION LOAD CASE 99
1 1.0 2 1.0 3 1.0 5 0.0 7 0.0
LOAD COMB 100 COMBINATION LOAD CASE 100
1 1.0 2 1.0 3 1.0 6 0.0
LOAD COMB 101 COMBINATION LOAD CASE 101
1 1.0 2 1.0 3 1.0 6 0.0 8 0.0

*** Normal Case + Temperature load (accompanying)*********
LOAD COMB 102 COMBINATION LOAD CASE 102
1 1.0 2 1.0 3 1.0 4 0.0 9 0.5
LOAD COMB 103 COMBINATION LOAD CASE 103
1 1.0 2 1.0 3 1.0 4 0.0 10 0.5
LOAD COMB 104 COMBINATION LOAD CASE 104
1 1.0 2 1.0 3 1.0 4 0.0 11 0.5
LOAD COMB 105 COMBINATION LOAD CASE 105
1 1.0 2 1.0 3 1.0 4 0.0 12 0.5
LOAD COMB 106 COMBINATION LOAD CASE 106
1 1.0 2 1.0 3 1.0 4 0.0 9 0.5 11 0.5
LOAD COMB 107 COMBINATION LOAD CASE 107
1 1.0 2 1.0 3 1.0 4 0.0 10 0.5 12 0.5
LOAD COMB 108 COMBINATION LOAD CASE 108
1 1.0 2 1.0 3 1.0 5 0.0 7 0.0 9 0.5
LOAD COMB 109 COMBINATION LOAD CASE 109
1 1.0 2 1.0 3 1.0 5 0.0 7 0.0 10 0.5
LOAD COMB 110 COMBINATION LOAD CASE 110
1 1.0 2 1.0 3 1.0 5 0.0 7 0.0 11 0.5
LOAD COMB 111 COMBINATION LOAD CASE 111
1 1.0 2 1.0 3 1.0 5 0.0 7 0.0 12 0.5
LOAD COMB 112 COMBINATION LOAD CASE 112
1 1.0 2 1.0 3 1.0 5 0.0 7 0.0 9 0.5 11 0.5
LOAD COMB 113 COMBINATION LOAD CASE 113
1 1.0 2 1.0 3 1.0 5 0.0 7 0.0 10 0.5 12 0.5
LOAD COMB 114 COMBINATION LOAD CASE 114
1 1.0 2 1.0 3 1.0 6 0.0 8 0.0 9 0.5
LOAD COMB 115 COMBINATION LOAD CASE 115
1 1.0 2 1.0 3 1.0 6 0.0 8 0.0 10 0.5
LOAD COMB 116 COMBINATION LOAD CASE 116
1 1.0 2 1.0 3 1.0 6 0.0 8 0.0 11 0.5
LOAD COMB 117 COMBINATION LOAD CASE 117
1 1.0 2 1.0 3 1.0 6 0.0 8 0.0 12 0.5
LOAD COMB 118 COMBINATION LOAD CASE 118
1 1.0 2 1.0 3 1.0 6 0.0 8 0.0 9 0.5 11 0.5
LOAD COMB 119 COMBINATION LOAD CASE 119
1 1.0 2 1.0 3 1.0 6 0.0 8 0.0 10 0.5 12 0.5
LOAD COMB 120 COMBINATION LOAD CASE 120
1 1.0 2 1.0 3 1.0 9 0.5
LOAD COMB 121 COMBINATION LOAD CASE 121
1 1.0 2 1.0 3 1.0 10 0.5
LOAD COMB 122 COMBINATION LOAD CASE 122
1 1.0 2 1.0 3 1.0 11 0.5
LOAD COMB 123 COMBINATION LOAD CASE 123
1 1.0 2 1.0 3 1.0 12 0.5
LOAD COMB 124 COMBINATION LOAD CASE 124
1 1.0 2 1.0 3 1.0 9 0.5 11 0.5
LOAD COMB 125 COMBINATION LOAD CASE 125
1 1.0 2 1.0 3 1.0 10 0.5 12 0.5

*** Normal Case + Temperature load (leading)*********
LOAD COMB 126 COMBINATION LOAD CASE 126
1 1.0 2 1.0 3 1.0 4 0.0 9 0.0
LOAD COMB 127 COMBINATION LOAD CASE 127
1 1.0 2 1.0 3 1.0 4 0.0 10 0.0
LOAD COMB 128 COMBINATION LOAD CASE 128
1 1.0 2 1.0 3 1.0 4 0.0 11 0.0
LOAD COMB 129 COMBINATION LOAD CASE 129
1 1.0 2 1.0 3 1.0 4 0.0 12 0.0
LOAD COMB 130 COMBINATION LOAD CASE 130
1 1.0 2 1.0 3 1.0 4 1.0 9 0.0 11 0.0
LOAD COMB 131 COMBINATION LOAD CASE 131
1 1.0 2 1.0 3 1.0 4 1.0 10 0.0 12 0.0
LOAD COMB 132 COMBINATION LOAD CASE 132
1 1.0 2 1.0 3 1.0 5 0.0 7 0.0 9 0.0
LOAD COMB 133 COMBINATION LOAD CASE 133
1 1.0 2 1.0 3 1.0 5 0.0 7 0.0 10 0.0
LOAD COMB 134 COMBINATION LOAD CASE 134
1 1.0 2 1.0 3 1.0 5 0.0 7 0.0 11 0.0
LOAD COMB 135 COMBINATION LOAD CASE 135
1 1.0 2 1.0 3 1.0 5 0.0 7 0.0 12 0.0
LOAD COMB 136 COMBINATION LOAD CASE 136
1 1.0 2 1.0 3 1.0 5 0.0 7 0.0 9 0.0 11 0.0
LOAD COMB 137 COMBINATION LOAD CASE 137
1 1.0 2 1.0 3 1.0 5 0.0 7 0.0 10 0.0 12 0.0
LOAD COMB 138 COMBINATION LOAD CASE 138
1 1.0 2 1.0 3 1.0 6 0.0 8 0.0 9 0.0
LOAD COMB 139 COMBINATION LOAD CASE 139
1 1.0 2 1.0 3 1.0 6 0.0 8 0.0 10 0.0
LOAD COMB 140 COMBINATION LOAD CASE 140
1 1.0 2 1.0 3 1.0 6 0.0 8 0.0 11 0.0
LOAD COMB 141 COMBINATION LOAD CASE 141
1 1.0 2 1.0 3 1.0 6 0.0 8 0.0 12 0.0
LOAD COMB 142 COMBINATION LOAD CASE 142
1 1.0 2 1.0 3 1.0 6 0.0 8 0.0 9 0.0 11 0.0
LOAD COMB 143 COMBINATION LOAD CASE 143
1 1.0 2 1.0 3 1.0 6 0.0 8 0.0 10 0.0 12 0.0
LOAD COMB 144 COMBINATION LOAD CASE 144
1 1.0 2 1.0 3 1.0 9 0.0
LOAD COMB 145 COMBINATION LOAD CASE 145
1 1.0 2 1.0 3 1.0 10 0.0
LOAD COMB 146 COMBINATION LOAD CASE 146
1 1.0 2 1.0 3 1.0 11 0.0
LOAD COMB 147 COMBINATION LOAD CASE 147
1 1.0 2 1.0 3 1.0 12 0.0
LOAD COMB 148 COMBINATION LOAD CASE 148
1 1.0 2 1.0 3 1.0 9 0.0 11 0.0
LOAD COMB 149 COMBINATION LOAD CASE 149
1 1.0 2 1.0 3 1.0 10 0.0 12 0.0

Bending moment diagram for diffrent load cases & combinations

Design Sheet & Calculation